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COMPARISON OF THE RESPONSE OF PAVEMENTS TO SINGLE AND TANDEM AXLE LOADS, WITH DISCUSSIONS AND CLOSURE

A J Scala, W J Cogill

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Abstract

THE DEFLECTION RESPONSE OF A NUMBER OF PAVEMENTS TO VARIOUS SINGLE AND TANDEM AXLE LOADS IS MEASURED AND COMPARED. THE PROBLEM OF EQUIVALENT DESTRUCTIVE EFFECT IS DISCUSSED AND RECOMMENDATIONS MADE AS TO THE LOADS ON EACH SYSTEM WHICH WILL CAUSE EQUAL DISTRESS. /AUTHOR/

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THE DEFLECTION RESPONSE OF A NUMBER OF PAVEMENTS TO VARIOUS SINGLE AND TANDEM AXLE LOADS IS MEASURED AND COMPARED. THE PROBLEM OF EQUIVALENT DESTRUCTIVE EFFECT IS DISCUSSED AND RECOMMENDATIONS MADE AS TO THE LOADS ON EACH SYSTEM WHICH WILL CAUSE EQUAL DISTRESS. /AUTHOR/

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Available abstract

THE DEFLECTION RESPONSE OF A NUMBER OF PAVEMENTS TO VARIOUS SINGLE AND TANDEM AXLE LOADS IS MEASURED AND COMPARED. THE PROBLEM OF EQUIVALENT DESTRUCTIVE EFFECT IS DISCUSSED AND RECOMMENDATIONS MADE AS TO THE LOADS ON EACH SYSTEM WHICH WILL CAUSE EQUAL DISTRESS. /AUTHOR/

Key concepts: Axle, Structural engineering, Deflection (physics), Tandem, Axle load, Closure (psychology), Engineering, Forensic engineering

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COMPARISON OF THE RESPONSE OF PAVEMENTS TO SINGLE AND TANDEM AXLE LOADS, WITH DISCUSSIONS AND CLOSURE — Research Paper | ScholarLens